Underpinning Assessment

Subsidence & Wall Cracks: Underpinning Free Home Assessment was Wrong

The owner of this townhouse had a free wall cracks assessment from a very chatty & charming underpinning sales rep.
And the underpinning sales rep told him that these wall cracks were caused by very serious subsidence and that Underpinning was needed URGENTLY!
๐—ง๐—ต๐—ฎ๐—ป๐—ธ ๐—ด๐—ผ๐—ผ๐—ฑ๐—ป๐—ฒ๐˜€๐˜€ ๐—ต๐—ฒ ๐—ฐ๐—ฎ๐—น๐—น๐—ฒ๐—ฑ ๐˜‚๐˜€ ๐—ฎ๐˜ ๐—™๐—ผ๐—ฟ๐—ฒ๐—ป๐˜€๐—ถ๐—ฐ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€.
At Forensic Engineers we specialize in expert subsidence reports that identify how serious damage are and what are the root causes. And most importantly, we are 100% independent and have the property owners interests at heart.
In this case, our comprehensive investigation found that there had only been some very slight footing movements.
And, the scary cracks were just fine cracks in highly weathered wall render and there had been a build-up of black mould!
Yes. The underpinning sales rep did not even know the difference between mould and serious wall cracks & subsidence.
Forensic Engineers are the wall crack & subsidence specialists.
We are 100% independent.
We are on your side and we are definitely not trying to sell you any underpinning.

๐—›๐—ฎ๐—ป๐—ฑ๐˜€-๐—ผ๐—ป ๐—ฆ๐—ผ๐—ถ๐—น ๐—ง๐—ฒ๐˜€๐˜๐—ถ๐—ป๐—ด ๐—ฒ๐˜…๐—ฝ๐—ฒ๐—ฟ๐—ถ๐—ฒ๐—ป๐—ฐ๐—ฒ ๐—ถ๐˜€ ๐—ฎ๐—ป ๐—ฒ๐˜€๐˜€๐—ฒ๐—ป๐˜๐—ถ๐—ฎ๐—น ๐—ฟ๐—ฒ๐—พ๐˜‚๐—ถ๐—ฟ๐—ฒ๐—บ๐—ฒ๐—ป๐˜ ๐—ณ๐—ผ๐—ฟ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€ ๐˜„๐—ต๐—ผ ๐—ฝ๐—ฟ๐—ผ๐˜ƒ๐—ถ๐—ฑ๐—ฒ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฆ๐˜‚๐—ฏ๐˜€๐—ถ๐—ฑ๐—ฒ๐—ป๐—ฐ๐—ฒ & ๐—ช๐—ฎ๐—น๐—น ๐—–๐—ฟ๐—ฎ๐—ฐ๐—ธ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€.

Subsidence Engineer Reports, Soil Testing Experience Required

๐—›๐—ฎ๐—ป๐—ฑ๐˜€-๐—ผ๐—ป ๐—ฆ๐—ผ๐—ถ๐—น ๐—ง๐—ฒ๐˜€๐˜๐—ถ๐—ป๐—ด ๐—ฒ๐˜…๐—ฝ๐—ฒ๐—ฟ๐—ถ๐—ฒ๐—ป๐—ฐ๐—ฒ ๐—ถ๐˜€ ๐—ฎ๐—ป ๐—ฒ๐˜€๐˜€๐—ฒ๐—ป๐˜๐—ถ๐—ฎ๐—น ๐—ฟ๐—ฒ๐—พ๐˜‚๐—ถ๐—ฟ๐—ฒ๐—บ๐—ฒ๐—ป๐˜ ๐—ณ๐—ผ๐—ฟ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฆ๐˜‚๐—ฏ๐˜€๐—ถ๐—ฑ๐—ฒ๐—ป๐—ฐ๐—ฒ & ๐—ช๐—ฎ๐—น๐—น ๐—–๐—ฟ๐—ฎ๐—ฐ๐—ธ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€.

Very Important: When deciding on an engineer for a subsidence & wall crack inspection, make sure the engineers have actual experience in field and lab soil testing themselves. Very few engineers in S.E. Qld that write wall crack & subsidence reports have any hands-on experience with soil testing. A genuine, expert, subsidence engineer report should be done by those who have a real apprenticeship in soil testing / geotechnical engineering.

๐‘ญ๐’๐’“๐’†๐’๐’”๐’Š๐’„ ๐‘ฌ๐’๐’ˆ๐’Š๐’๐’†๐’†๐’“๐’” ๐’‰๐’‚๐’—๐’† ๐’…๐’†๐’„๐’‚๐’…๐’†๐’” ๐’๐’‡ ๐’•๐’‰๐’‚๐’• ๐’†๐’™๐’‘๐’†๐’“๐’Š๐’†๐’๐’„๐’† ๐’Š๐’;

  • soil test drilling
  • soil lab testing
  • soil descriptions
  • site classifications
  • footing and slab designs; strip, pad and edge beam footings, conventional and waffle pod slabs
  • deep footing piers, conventional concrete piers, push-piles, small diameter driven timber piles and steel screw piles
  • Foundation Underpinning; conventional concrete, polyurethane resin, timber piles and steel screw piers.

๐‘จ๐’๐’… ๐’๐’–๐’“ ๐’Œ๐’๐’๐’˜๐’๐’†๐’…๐’ˆ๐’† ๐’๐’‡ ๐’“๐’†๐’ˆ๐’Š๐’๐’๐’‚๐’ ๐’”๐’๐’Š๐’ ๐’„๐’๐’๐’…๐’Š๐’•๐’Š๐’๐’๐’” ๐’Š๐’” ๐’”๐’†๐’„๐’๐’๐’…-๐’•๐’-๐’๐’๐’๐’†, ๐’Š๐’๐’„๐’๐’–๐’…๐’Š๐’๐’ˆ

  • areas with highly plastic clay soils
  • poorly compacted land fill
  • alluvial deposits
  • compressible soils
  • organic soils
  • acid-sulphate soils.
  • marine clays

๐—ข๐˜‚๐—ฟ ๐—ต๐—ฎ๐—ป๐—ฑ๐˜€-๐—ผ๐—ป ๐—ฒ๐˜…๐—ฝ๐—ฒ๐—ฟ๐—ถ๐—ฒ๐—ป๐—ฐ๐—ฒ; real soil testing knowledge and skills.

It is essential that any engineers offering subsidence reports actually have local Queensland experience in soil testing and geotechnical behavior.

With over 5000 cases completed in the last 12 years. And before that, decades of actual Geotechnical / Soil Testing, Site Classification and Slab Design hands-on experience, Forensic Engineers are the best choice for RPEQ Structural Engineer Reports for subsidence and house foundation problems.


Strata and Body Corp RPEQ Engineer Reports, Wall Cracks, Subsidence, Underpinning

๐—•๐—ผ๐—ฑ๐˜† ๐—–๐—ผ๐—ฟ๐—ฝ & ๐—ฆ๐˜๐—ฟ๐—ฎ๐˜๐—ฎ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜ ๐—ฆ๐—ฝ๐—ฒ๐—ฐ๐—ถ๐—ฎ๐—น๐—ถ๐˜€๐˜๐˜€!

In this recent case, the Body Corp called us in to investigate and report on this townhouse with subsidence and wall cracks and gaps that were getting worse and worse.

It turned out that other engineers had previously looked at the building and had decided that subsidence had occurred in the past and had stopped and and the damages were not serious and could be patched and painted. Sadly, they were wrong.

CALL FORENSIC ENGINEERS!

Forensic Engineers has decades of Soil Testing & Geotechnincal experience. And becsue of that, we identified that the townhouse was actually located on ๐—น๐—ผ๐—ผ๐˜€๐—ฒ ๐—น๐—ฎ๐—ป๐—ฑ๐—ณ๐—ถ๐—น๐—น that was gradually ๐˜€๐˜‚๐—ฏ๐˜€๐—ถ๐—ฑ๐—ถ๐—ป๐—ด, bit-by-bit, year after year. And stabilization with ๐˜‚๐—ป๐—ฑ๐—ฒ๐—ฟ๐—ฝ๐—ถ๐—ป๐—ป๐—ถ๐—ป๐—ด ๐˜„๐—ฎ๐˜€ ๐˜๐—ต๐—ฒ ๐˜€๐—ผ๐—น๐˜‚๐˜๐—ถ๐—ผ๐—ป.

In this case, Resin / Chemical Underpinning was not considered appropriate and Steel Screw piers would be far too expensive and unnecessary.

The most reliable and cost effective method was with conventional underpinning using reinforced concrete piers and head-stocks.

๐—™๐—ผ๐—ฟ๐—ฒ๐—ป๐˜€๐—ถ๐—ฐ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€ ๐—ฎ๐—ฟ๐—ฒ ๐˜๐—ต๐—ฒ ๐—•๐—ผ๐—ฑ๐˜† ๐—–๐—ผ๐—ฟ๐—ฝ & ๐—ฆ๐˜๐—ฟ๐—ฎ๐˜๐—ฎ ๐—ฆ๐—ฝ๐—ฒ๐—ฐ๐—ถ๐—ฎ๐—น๐—ถ๐˜€๐˜๐˜€.

  • Our service is first class
  • Quotes in hours
  • Decades of soil testing experience
  • Inspections and reports in days not weeks.
  • Very competitive rates.
  • REPQ engineer reports

O๐˜‚๐—ฟ ๐—ฏ๐—ฟ๐—ถ๐—น๐—น๐—ถ๐—ฎ๐—ป๐˜ RPEQ ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€ ๐—ฎ๐—ฟ๐—ฒ ๐—ฎ๐—ณ๐—ณ๐—ผ๐—ฟ๐—ฑ๐—ฎ๐—ฏ๐—น๐—ฒ, ๐—ฎ๐—ฐ๐—ฐ๐˜‚๐—ฟ๐—ฎ๐˜๐—ฒ, ๐—ฒ๐—ฎ๐˜€๐˜† ๐˜๐—ผ ๐˜‚๐—ป๐—ฑ๐—ฒ๐—ฟ๐˜€๐˜๐—ฎ๐—ป๐—ฑ ๐—ฎ๐—ป๐—ฑ ๐Ÿญ๐Ÿฌ๐Ÿฌ% ๐—ถ๐—ป๐—ฑ๐—ฒ๐—ฝ๐—ฒ๐—ป๐—ฑ๐—ฒ๐—ป๐˜.


Home Owner Saved Thousands on Underpinning

Structural Engineer Underpinning Report:

This is a recent case in Marsden and there has been some serious subsidence.
We identified the causes of the subsidence and we recommended some conventional underpinning to support the settled footings and to correct the level variations. Fortunately the problem was only for one corner of the house and our estimate was for 6 or 7 underpins, and the cost would be quite reasonable.
Fortunately, this was a routine case and the subsidence area was limited.
But Guess What?
We were astounded when the home owner told us an Underpinner's Free Home Assessment had estimated for at least a dozen underpins and that would be twice the actual cost!
That's right. The normal industry rate for a job like this would be HALF of was quoted.
In this case,ย  we determined that conventional reinforced concrete underpinning was the most effective and affordable. Other methods such as Resin Injection would not stabilize the founding soils. And Steel Screw Piers would not be necessary or cost effective.
We recommended that the owner should get in touch with some genuine underpinners to get a more reasonable proposal.

Thinking of underpinning? Contact us for an Expert Structural Engineer Report.

We Are Independent and We Aren't Trying to Sell You Anything.


Subsidence, Wall Cracks, Sink Holes, Stump Damage

Structural Engineer Reports needed from Forensic Engineers.

These are cases we deal with every day.

Case 1) A house at Warner had serious settlements under a slab. We found the causes, assessed the slab condition and gave expert recommendations to re-support the slab. In this case pressure grouting was the most practical and affordable repair.

Case 2) A Tweed Heads house with possibly serious subsidence problems. We found that there had been some footing settlements a long time ago, but the house was now stable. Some drainage work and expert crack repair required - no underpinning needed! A terrific result.

Case 3) Walloon house with serious slab movements. We are in Walloon just about every week! If you are looking to buy a house in this area and the Building & Pest Report finds wall cracks - for peace-of-mind, call us to arrange an Expert Structural Engineer Report. In most cases there are some movements of the house footings and site works can help to keep the house relatively stable. In other cases where serious movements and damages are evident, traditional underpinning is the most effective method for stabilization, level correction and crack closure.

Case 4) A house on-the-market at Stafford. The buyer was concerned that damaged stumps have caused structural damages to the house. Our expert investigation found that apart from some stumps that were past their "use-by" date, the house was "sound-as-a pound".

Forensic Engineers: Expert RPEQ Structural Engineer Reports


Structural Engineer Reports - All in a Day's Work

๐—ก๐—ผ๐—ฟ๐˜๐—ต ๐—•๐—ผ๐—ผ๐˜ƒ๐—ฎ๐—น - ๐—ฅ๐—ฒ๐—ป๐—ผ๐˜ƒ๐—ฎ๐˜๐—ถ๐—ป๐—ด ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ ๐˜„๐—ถ๐˜๐—ต ๐˜„๐—ฎ๐—น๐—น ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€
The owner of a 1970's bungalow was renovating and needed expert advice about how to repair cracked and displaced bricks. Our expert Structural Engineer Report found that footing settlements and rotation was the cause. And we recommended a number of procedures to stabilize the footings and some practical and affordable methods to repair the damaged bricks

๐—•๐˜‚๐—ฟ๐—น๐—ฒ๐—ถ๐—ด๐—ต ๐—›๐—ฒ๐—ฎ๐—ฑ๐˜€ -๐—ข๐—น๐—ฑ ๐˜„๐—ฎ๐—น๐—น ๐—ฐ๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€
This house was for sale with some old subsidence and repaired cracks. Our engineer investigation found that there had been some footing settlements due to loose material in the footing bases when the concrete was poured. And to complicate matters, since then seepage had been softening the founding material and causing more settlements. The seepage problem and this had stabilized the footings and now the the house is "sound-as-a-pound".

๐— ๐˜ ๐—–๐—ฟ๐—ผ๐˜€๐—ฏ๐˜† - ๐—ฅ๐˜‚๐˜€๐˜๐—ถ๐—ป๐—ด ๐˜€๐˜๐—ฒ๐—ฒ๐—น ๐—ฝ๐—ผ๐˜€๐˜ ๐—ฏ๐—ฎ๐˜€๐—ฒ๐˜€
We found the post galvanizing had been damaged by the concretors during the build, and the post bases had not been "tanked". Cleaning and treating post bases will prolong the life of some posts, but post replacement will be required in the future.

๐—ฅ๐—ผ๐˜€๐—ฒ๐˜„๐—ผ๐—ผ๐—ฑ - ๐—š๐—ฎ๐—ฝ๐˜€ & ๐—–๐—ฟ๐—ฎ๐—ฐ๐—ธ๐˜€
This house had serious gaps and cracks. And we found that the house slab had very serious deflections that were progressing. And significant underpinning would be required to stabilize the house before it could be properly repaired.

๐—ฆ๐—ฝ๐—ฟ๐—ถ๐—ป๐—ด๐—ณ๐—ถ๐—ฒ๐—น๐—ฑ ๐—Ÿ๐—ฎ๐—ธ๐—ฒ๐˜€ - ๐—ช๐—ฎ๐—ณ๐—ณ๐—น๐—ฒ ๐—ฝ๐—ผ๐—ฑ ๐˜€๐—น๐—ฎ๐—ฏ ๐—ฒ๐—ฑ๐—ด๐—ฒ ๐—ฏ๐—ฒ๐—ฎ๐—บ ๐—ฑ๐—ฎ๐—บ๐—ฎ๐—ด๐—ฒ.
We inspected this house for the buyer. And we found that a small section of the slab edge beam concrete had broken away and the edge reinforcement was exposed. Our investigation found that the damage was localized and the slab had no significant deflections in this area. Our expert structural engineer report recommended simple cost-effective grout repairs repairs.

๐—™๐—ผ๐—ฟ๐—ฒ๐—ป๐˜€๐—ถ๐—ฐ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€ ๐—˜๐˜…๐—ฝ๐—ฒ๐—ฟ๐˜ ๐—ฅ๐—ฃ๐—˜๐—ค ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€


Forensic Engineers

Body Corp: Structural Engineer Report, SUBSIDENCE & WALL CRACKS

๐—•๐—ผ๐—ฑ๐˜† ๐—–๐—ผ๐—ฟ๐—ฝ: ๐—ช๐—ฎ๐—น๐—น ๐—–๐—ฟ๐—ฎ๐—ฐ๐—ธ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€, ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฆ๐˜‚๐—ฏ๐˜€๐—ถ๐—ฑ๐—ฒ๐—ป๐—ฐ๐—ฒ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€. ๐—–๐—ฎ๐—น๐—น ๐—™๐—ผ๐—ฟ๐—ฒ๐—ป๐˜€๐—ถ๐—ฐ ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ๐˜€. Fast, accurate, affordable & great to deal with.
๐—” ๐—ฟ๐—ฒ๐—ฐ๐—ฒ๐—ป๐˜ ๐—ฐ๐—น๐—ถ๐—ฒ๐—ป๐˜ ๐—ฟ๐—ฒ๐˜ƒ๐—ถ๐—ฒ๐˜„;
๐˜๐˜ฐ๐˜ณ๐˜ฆ๐˜ฏ๐˜ด๐˜ช๐˜ค ๐˜Œ๐˜ฏ๐˜จ๐˜ช๐˜ฏ๐˜ฆ๐˜ฆ๐˜ณ๐˜ด ๐˜ธ๐˜ฆ๐˜ณ๐˜ฆ ๐˜ฆ๐˜ฏ๐˜จ๐˜ข๐˜จ๐˜ฆ๐˜ฅ ๐˜ฃ๐˜บ ๐˜ฐ๐˜ถ๐˜ณ ๐˜‰๐˜ฐ๐˜ฅ๐˜บ ๐˜Š๐˜ฐ๐˜ณ๐˜ฑ๐˜ฐ๐˜ณ๐˜ข๐˜ต๐˜ฆ ๐˜ข๐˜ต ๐˜ท๐˜ฆ๐˜ณ๐˜บ ๐˜ด๐˜ฉ๐˜ฐ๐˜ณ๐˜ต ๐˜ฏ๐˜ฐ๐˜ต๐˜ช๐˜ค๐˜ฆ ๐˜ต๐˜ฐ ๐˜ค๐˜ฐ๐˜ฏ๐˜ฅ๐˜ถ๐˜ค๐˜ต ๐˜ข๐˜ฏ ๐˜ช๐˜ฏ๐˜ด๐˜ฑ๐˜ฆ๐˜ค๐˜ต๐˜ช๐˜ฐ๐˜ฏ ๐˜ฐ๐˜ง ๐˜ฐ๐˜ถ๐˜ณ ๐˜ต๐˜ฐ๐˜ธ๐˜ฏ๐˜ฉ๐˜ฐ๐˜ถ๐˜ด๐˜ฆ ๐˜ข๐˜ง๐˜ต๐˜ฆ๐˜ณ ๐˜ข๐˜ฏ๐˜ฐ๐˜ต๐˜ฉ๐˜ฆ๐˜ณ ๐˜Œ๐˜ฏ๐˜จ๐˜ช๐˜ฏ๐˜ฆ๐˜ฆ๐˜ณ๐˜ช๐˜ฏ๐˜จ ๐˜ง๐˜ช๐˜ณ๐˜ฎ ๐˜ฑ๐˜ณ๐˜ฐ๐˜ท๐˜ช๐˜ฅ๐˜ฆ๐˜ฅ ๐˜ข ๐˜ญ๐˜ฆ๐˜ด๐˜ด ๐˜ต๐˜ฉ๐˜ข๐˜ฏ ๐˜ด๐˜ข๐˜ต๐˜ช๐˜ด๐˜ง๐˜ข๐˜ค๐˜ต๐˜ฐ๐˜ณ๐˜บ ๐˜ช๐˜ฏ๐˜ด๐˜ฑ๐˜ฆ๐˜ค๐˜ต๐˜ช๐˜ฐ๐˜ฏ & ๐˜ณ๐˜ฆ๐˜ฑ๐˜ฐ๐˜ณ๐˜ต ๐˜ฐ๐˜ฏ ๐˜ฐ๐˜ถ๐˜ณ ๐˜ฑ๐˜ณ๐˜ฆ๐˜ฎ๐˜ช๐˜ด๐˜ฆ๐˜ด.
๐˜›๐˜ฉ๐˜ฆ๐˜บ ๐˜ถ๐˜ฏ๐˜ฅ๐˜ฆ๐˜ณ๐˜ต๐˜ฐ๐˜ฐ๐˜ฌ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ช๐˜ฏ๐˜ด๐˜ฑ๐˜ฆ๐˜ค๐˜ต๐˜ช๐˜ฐ๐˜ฏ ๐˜บ๐˜ฆ๐˜ด๐˜ต๐˜ฆ๐˜ณ๐˜ฅ๐˜ข๐˜บ ๐˜ช๐˜ฏ ๐˜ข ๐˜ท๐˜ฆ๐˜ณ๐˜บ ๐˜ต๐˜ช๐˜ฎ๐˜ฆ๐˜ญ๐˜บ ๐˜ฎ๐˜ข๐˜ฏ๐˜ฏ๐˜ฆ๐˜ณ, ๐˜ข๐˜ง๐˜ต๐˜ฆ๐˜ณ ๐˜ฆ๐˜ฏ๐˜ด๐˜ถ๐˜ณ๐˜ช๐˜ฏ๐˜จ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ง๐˜ถ๐˜ญ๐˜ญ ๐˜ด๐˜ค๐˜ฐ๐˜ฑ๐˜ฆ ๐˜ฐ๐˜ง ๐˜ธ๐˜ฐ๐˜ณ๐˜ฌ ๐˜ธ๐˜ข๐˜ด ๐˜ข๐˜จ๐˜ณ๐˜ฆ๐˜ฆ๐˜ฅ ๐˜ฐ๐˜ฏ ๐˜ฃ๐˜บ ๐˜ข๐˜ญ๐˜ญ ๐˜ด๐˜ต๐˜ข๐˜ฌ๐˜ฆ๐˜ฉ๐˜ฐ๐˜ญ๐˜ฅ๐˜ฆ๐˜ณ๐˜ด. ๐˜‰๐˜ฆ๐˜ง๐˜ฐ๐˜ณ๐˜ฆ ๐˜ญ๐˜ฆ๐˜ข๐˜ท๐˜ช๐˜ฏ๐˜จ ๐˜ต๐˜ฉ๐˜ฆ๐˜บ ๐˜จ๐˜ข๐˜ท๐˜ฆ ๐˜ข ๐˜ท๐˜ฆ๐˜ณ๐˜บ ๐˜ฎ๐˜ถ๐˜ค๐˜ฉ ๐˜ข๐˜ฑ๐˜ฑ๐˜ณ๐˜ฆ๐˜ค๐˜ช๐˜ข๐˜ต๐˜ฆ๐˜ฅ ๐˜ท๐˜ฆ๐˜ณ๐˜ฃ๐˜ข๐˜ญ ๐˜ฅ๐˜ฆ๐˜ฃ๐˜ณ๐˜ช๐˜ฆ๐˜ง ๐˜ฐ๐˜ง ๐˜ฉ๐˜ช๐˜ด ๐˜ง๐˜ช๐˜ฏ๐˜ฅ๐˜ช๐˜ฏ๐˜จ๐˜ด ๐˜ต๐˜ฐ ๐˜ถ๐˜ด (๐˜ต๐˜ฉ๐˜ฆ ๐˜ฐ๐˜ธ๐˜ฏ๐˜ฆ๐˜ณ ๐˜ฐ๐˜ค๐˜ค๐˜ถ๐˜ฑ๐˜ช๐˜ฆ๐˜ณ๐˜ด) & ๐˜ฐ๐˜ถ๐˜ณ ๐˜‰.๐˜Š. ๐˜Š๐˜ฉ๐˜ข๐˜ช๐˜ณ.
๐˜›๐˜ฉ๐˜ฆ๐˜ช๐˜ณ ๐˜ค๐˜ฐ๐˜ฎ๐˜ฑ๐˜ณ๐˜ฆ๐˜ฉ๐˜ฆ๐˜ฏ๐˜ด๐˜ช๐˜ท๐˜ฆ ๐˜ณ๐˜ฆ๐˜ฑ๐˜ฐ๐˜ณ๐˜ต ๐˜ธ๐˜ข๐˜ด ๐˜ค๐˜ฐ๐˜ฎ๐˜ฑ๐˜ญ๐˜ฆ๐˜ต๐˜ฆ๐˜ฅ ๐˜ท๐˜ฆ๐˜ณ๐˜บ ๐˜ฑ๐˜ณ๐˜ฐ๐˜ฎ๐˜ฑ๐˜ต๐˜ญ๐˜บ ๐˜ฐ๐˜ท๐˜ฆ๐˜ณ๐˜ฏ๐˜ช๐˜จ๐˜ฉ๐˜ต ๐˜ข๐˜ฏ๐˜ฅ ๐˜ด๐˜ฆ๐˜ฏ๐˜ต ๐˜ต๐˜ฐ ๐˜ด๐˜ต๐˜ข๐˜ฌ๐˜ฆ๐˜ฉ๐˜ฐ๐˜ญ๐˜ฅ๐˜ฆ๐˜ณ๐˜ด ๐˜ต๐˜ฉ๐˜ช๐˜ด ๐˜ฎ๐˜ฐ๐˜ณ๐˜ฏ๐˜ช๐˜ฏ๐˜จ (๐˜Ž๐˜ฐ๐˜ฐ๐˜ฅ ๐˜๐˜ณ๐˜ช๐˜ฅ๐˜ข๐˜บโ€ฆ๐˜ข ๐˜ฑ๐˜ถ๐˜ฃ๐˜ญ๐˜ช๐˜ค ๐˜ฉ๐˜ฐ๐˜ญ๐˜ช๐˜ฅ๐˜ข๐˜บ).
๐˜๐˜ฐ๐˜ณ๐˜ฆ๐˜ฏ๐˜ด๐˜ช๐˜ค ๐˜Œ๐˜ฏ๐˜จ๐˜ช๐˜ฏ๐˜ฆ๐˜ฆ๐˜ณ๐˜ด ๐˜ฉ๐˜ข๐˜ท๐˜ฆ ๐˜ต๐˜ฐ ๐˜ฃ๐˜ฆ ๐˜ค๐˜ฐ๐˜ฎ๐˜ฎ๐˜ฆ๐˜ฏ๐˜ฅ๐˜ฆ๐˜ฅ ๐˜ง๐˜ฐ๐˜ณ ๐˜ต๐˜ฉ๐˜ฆ๐˜ช๐˜ณ ๐˜ท๐˜ข๐˜ด๐˜ต ๐˜ฑ๐˜ณ๐˜ฐ๐˜ง๐˜ฆ๐˜ด๐˜ด๐˜ช๐˜ฐ๐˜ฏ๐˜ข๐˜ญ ๐˜ฌ๐˜ฏ๐˜ฐ๐˜ธ๐˜ญ๐˜ฆ๐˜ฅ๐˜จ๐˜ฆ, ๐˜ฌ๐˜ฆ๐˜ฆ๐˜ฏ ๐˜ข๐˜ต๐˜ต๐˜ฆ๐˜ฏ๐˜ต๐˜ช๐˜ฐ๐˜ฏ ๐˜ต๐˜ฐ ๐˜ฅ๐˜ฆ๐˜ต๐˜ข๐˜ช๐˜ญ; ๐˜ข๐˜ฏ๐˜ฅ ๐˜ต๐˜ฉ๐˜ฆ๐˜ช๐˜ณ ๐˜ข๐˜ฃ๐˜ช๐˜ญ๐˜ช๐˜ต๐˜บ ๐˜ต๐˜ฐ ๐˜ค๐˜ข๐˜ญ๐˜ญ โ€˜๐˜ข ๐˜ด๐˜ฑ๐˜ข๐˜ฅ๐˜ฆ ๐˜ข ๐˜ด๐˜ฑ๐˜ข๐˜ฅ๐˜ฆโ€™. ๐˜ž๐˜ฆ ๐˜ข๐˜ณ๐˜ฆ ๐˜ท๐˜ฆ๐˜ณ๐˜บ ๐˜ฉ๐˜ข๐˜ฑ๐˜ฑ๐˜บ ๐˜ธ๐˜ช๐˜ต๐˜ฉ ๐˜ต๐˜ฉ๐˜ฆ ๐˜ด๐˜ฆ๐˜ณ๐˜ท๐˜ช๐˜ค๐˜ฆ ๐˜๐˜ฐ๐˜ณ๐˜ฆ๐˜ฏ๐˜ด๐˜ช๐˜ค ๐˜Œ๐˜ฏ๐˜จ๐˜ช๐˜ฏ๐˜ฆ๐˜ฆ๐˜ณ๐˜ด ๐˜ฉ๐˜ข๐˜ด ๐˜ฑ๐˜ณ๐˜ฐ๐˜ท๐˜ช๐˜ฅ๐˜ฆ๐˜ฅ. ๐˜›๐˜ฉ๐˜ถ๐˜ฎ๐˜ฃ๐˜ด ๐˜ถ๐˜ฑ
John & Simone.

Wall Cracks, Subsidence, Underpinning, Structural Engineer Reports

๐—˜๐˜ƒ๐—ฒ๐—ฟ๐˜† ๐˜„๐—ฒ๐—ฒ๐—ธ ๐˜„๐—ฒ ๐—ฎ๐—ฟ๐—ฒ ๐—ถ๐—ป๐˜€๐—ฝ๐—ฒ๐—ฐ๐˜๐—ถ๐—ป๐—ด ๐—ต๐—ผ๐—บ๐—ฒ๐˜€ ๐˜„๐—ถ๐˜๐—ต ๐˜„๐—ฎ๐—น๐—น, ๐—ณ๐—ผ๐—ผ๐˜๐—ถ๐—ป๐—ด ๐—ฎ๐—ป๐—ฑ ๐˜€๐—น๐—ฎ๐—ฏ ๐—ฑ๐—ฎ๐—บ๐—ฎ๐—ด๐—ฒ๐˜€ ๐—ผ๐—ป ๐˜๐—ต๐—ฒ ๐—š๐—ผ๐—น๐—ฑ ๐—–๐—ผ๐—ฎ๐˜€๐˜, ๐—ถ๐—ป ๐—Ÿ๐—ผ๐—ด๐—ฎ๐—ป, ๐—š๐—ฟ๐—ฒ๐—ฎ๐˜๐—ฒ๐—ฟ ๐—•๐—ฟ๐—ถ๐˜€๐—ฏ๐—ฎ๐—ป๐—ฒ, ๐—•๐—ฎ๐˜†๐˜€๐—ถ๐—ฑ๐—ฒ ๐—ฎ๐—ป๐—ฑ ๐—œ๐—ฝ๐˜€๐˜„๐—ถ๐—ฐ๐—ต.

HERE ARE SOME RECENT CASES;

๐Ÿญ) ๐—จ๐—ป๐—ฑ๐—ฒ๐—ฟ๐˜„๐—ผ๐—ผ๐—ฑ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ;
Cracks in a nib-wall. We found that there was no footing under this section of the wall and it needed a footing extension to support it. We recommended an expert Repair Builder who completed the new section of footing and repaired the nib-wall quickly and economically.
๐Ÿฎ) ๐—›๐—ฒ๐—น๐—ฒ๐—ป๐˜€๐˜ƒ๐—ฎ๐—น๐—ฒ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ;
Soil swell ("heave")ย  lifted the driveway slab, but the house is fine.
๐Ÿฏ) ๐—ก๐—ฒ๐—ฟ๐—ฎ๐—ป๐—ด ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ;
Some gaps in the exterior and some cracks in the garage slab. But our investigation found there were not any significant footing or slab deflections.
๐—˜๐˜…๐—ฝ๐—ฒ๐—ฟ๐˜ ๐—ฆ๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฎ๐—น ๐—˜๐—ป๐—ด๐—ถ๐—ป๐—ฒ๐—ฒ๐—ฟ ๐—ฅ๐—ฒ๐—ฝ๐—ผ๐—ฟ๐˜๐˜€ ๐—ณ๐—ผ๐—ฟ ๐—ต๐—ผ๐˜‚๐˜€๐—ฒ๐˜€.
Decades of experience. Fast, Accurate, Independent & Affordable: Contact Forensic Engineers.

Renovating a House with Subsidence and Wall Cracks

Renovating a House with Subsidence and Wall Cracks

๐™๐™ž๐™ฃ๐™™ ๐™ฉ๐™๐™š ๐˜พ๐™–๐™ช๐™จ๐™š

It's really important to find the actual cause of the cracks, so that any repairs will last and cracks don't re-appear again and again.

๐™€๐™ญ๐™ฅ๐™š๐™ง๐™ฉ ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง ๐™๐™š๐™ฅ๐™ค๐™ง๐™ฉ

That's why the owner of this Carindale house called Forensic Engineers to prepare an expert Structural Engineer Report.

Our expert investigation found old and recent subsidence & cracks, and footing settlements as well as footing rotation (leaning). We also identified that the house was built on an old gully that had been filled in and the landfill was subsiding bit-by-bit, year-after-year and this was causing the house cracks.

๐™’๐™๐™–๐™ฉ ๐™ฉ๐™ค ๐™™๐™ค ๐™‰๐™š๐™ญ๐™ฉ

Our expert Structural Engineer Report found that Stabilizing the footings and permanent wall crack repair would require underpinning of most of the house footings with conventional underpinning.

๐™๐™ค๐™ง๐™š๐™ฃ๐™จ๐™ž๐™˜ ๐™€๐™ฃ๐™œ๐™ž๐™ฃ๐™š๐™š๐™ง๐™จ ๐™–๐™ง๐™š ๐™๐™š๐™ง๐™š ๐™ฉ๐™ค ๐™ƒ๐™š๐™ก๐™ฅ

Home renovations are expensive, so if there are any worrying wall or ceiling cracks, it's really important to make sure the foundations are stable by getting an expert independent Engineer Subsidence Report from Forensic Engineers from the get-go


EXPERT ENGINEER WALL CRACK & SUBSIDENCE REPORTS FORENSIC ENGINEERS ARE HERE TO HELP!

EXPERT ENGINEER WALL CRACK & SUBSIDENCE REPORTS: FORENSIC ENGINEERS ARE HERE TO HELP!

FORENSIC ENGINEERS ARE HERE TO HELP!

Wall, ceiling or floor slab cracks may be simple wear & tear, or they may be a sign of something more serious.

It may Subsidence that has occurred in the past and was not serious and has stopped. Or it may be serious Subsidence that could be getting worse and worse.

And there are also cases where subsidence & cracks have cleverly been covered up, particularly with houses that are renovated & "flipped".

Forensic Engineers are the subsidence experts and are here to help!

Expert advice from Forensic Engineers: Our expert Structural Engineer Reports identify old and new subsidence and cracks and determine if they are serious or wear-and-tear.

And we identify if they are likely to get worse and if any stabilizing or underpinning is necessary.

Peace-of-Mind; Building cracks can develop due to normal wear & tear or from foundation movements and Forensic Engineers are the independent experts to turn to for an expert analysis and for peace-of-mind.


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